A0002_-_ATTACHMENT_1_-_01010_Update.pdf

ATTACHMENT 1

SP330015B0002

AMENDMENT 0002

DATED 6/30 2015

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STATEMENT OF WORK

PART 1

Replace Windows

Building 16, 24, 29, and 201 (P.2015.00833)

Defense Distribution San Joaquin, Tracy Site

Install tempered glass horizontal slider windows. All windows shall be 3/4” double pane glass consisting of two lites of 1/8” glass with a ½” air space. All glass shall be tinted glass with inside pane tempered and shall be Low-E rated. Window glass color shall be gray (smoked).

Framing shall be aluminum. Color of subject frames shall be gray/bronze. Buildings 16, 24, and 29 are constructed with concrete walls. Building 201 is constructed with metal framing, and sheet metal siding and trim.

1. Building 16 has two locations that will require window replacement.

• Building 16 North Mezzanine Office: The dimensions of the windows in Building 16 Mezzanine Office may vary in size; there are three (3) nominal sizes of windows, but even those 3 types of windows are not exactly the same. Contractor shall verify all quantities and sizes of windows to be removed and new windows to be installed and all incidental work. Contractor shall secure site at the end of each day. Quantity of Windows to be removed and replaced:

(2) EACH APPROXIMATELY 50”W x 65”H, (5) EACH APPROXIMATELY 100”W x 65”H, and (2) EACH APPROXIMATELY 150”W x 65”H windows with frames.

Additional work for Asbestos Abatement is required to remove the windows in the Building 16 North Mezzanine Office. The following requirements are provided by the Installation Industrial Hygienist to remove these windows:

The caulk materials were detected at greater than 0.1% Chrysotile Asbestos. Therefore, the removal of these window frames will require that the workers are AHERA Trained Asbestos Workers working for a California Licensed Asbestos Abatement Contractor. It is recommended that personal air monitoring be performed at all times that the window caulk material is being

01010-2 disturbed to verify that the workers are not exposed to greater than the OSHA permissible exposure level (PEL) of 1 fiber per cubic centimeter over and 8-hour time weighted average.

• Building 16 South Breakroom/Mezzanine Office: The dimensions of the windows in Building 16 South Breakroom/Mezzanine Office may vary in size: there is one (1) nominal size of window, but even these windows are not exactly the same. Contractor shall verify all quantities and sizes of windows to be removed and new windows to be installed and all incidental work. Contractor shall secure site at the end of each day. Quantity of Windows to be removed and replaced: (10) APPROXIMATELY 47”W x 35”H windows with frames.

2. Building 24 will require the following window replacement.

• Building 24: The dimensions of the windows in Building 24 may vary in size; there are two

(2) nominal sizes of windows, but even these windows are not exactly the same. Contractor shall verify all quantities and sizes of windows to be removed and new windows to be installed and all incidental work. Contractor shall secure site at the end of each day. Quantity of Windows to be removed and replaced: (7) APPROXIMATELY 96”W x 33”H, and (1) APPROXIMATELY 41”W x 33”H windows with frames.

3. Building 29 has two locations that will require window replacement.

• Building 29 West Office Bubble: The dimensions of the windows in Building 29 West Office Bubble vary in size; there is one (1) nominal size of windows, but even these windows are not exactly the same. Contractor shall verify all quantities and sizes of windows to be removed and new windows to be installed and all incidental work. Contractor shall secure site at the end of each day. Quantity of Windows to be removed and replaced: (3) APPROXIMATELY 100”W x 65”H windows with frames.

• Building 29A North Office: The dimensions of the windows in Building 29A North Office are two (2) nominal sizes of window, but even these windows are not exactly the same.

Contractor shall verify all quantities and sizes of windows to be removed and new windows to be installed and all incidental work. Contractor shall secure site at the end of each day. Quantity of Windows to be removed and replaced: (5) APPROXIMATELY 86”W x 65”H, and

(1) APPROXIMATELY 41”W x 33”H windows with frames.

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Additional work for Asbestos Abatement is required to remove the windows in both locations of Building 29. The following requirements are provided by the Installation Industrial Hygienist to remove these windows:

The caulk materials were detected at greater than 0.1% Chrysotile Asbestos. Therefore, the removal of these window frames will require that the workers are AHERA Trained Asbestos Workers working for a California Licensed Asbestos Abatement Contractor. It is recommended that personal air monitoring be performed at all times that the window caulk material is being disturbed to verify that the workers are not exposed to greater than the OSHA permissible exposure level (PEL) of 1 fiber per cubic centimeter over and 8-hour time weighted average.

4. Building 201 will require the following window replacement.

• Building 201: The dimensions of the windows in Building 24 may vary in size; there are two (2) nominal sizes of windows, but even these windows are not exactly the same. Contractor shall verify all quantities and sizes of windows to be removed and new windows to be installed and all incidental work. Contractor shall secure site at the end of each day. Quantity of Windows to be removed and replaced: (4) APPROXIMATELY 98”W x 35”H windows with frames.

5. Window Details - The following details are provided to clarify the original window specifications.

• The window type for all of the specified locations will be tempered glass horizontal sliding windows with 1/8” thick double pane glass with a ½” air gap between each piece of glass. The overall width of ¾” double pane window will fit into aluminum framing. One side of each window will open to allow for air ventilation. AW rated glass with blast proof design will not be required in these standard work areas. The windows are identical to the windows shown in the pictures in Appendix A for Building 17 that were provided as a prototype specification (See Standard aluminum horizontal slider data sheet).

The only exception will be four (4) windows located in Building 24 that will be specified as fixed windows since these windows are located in overhead areas without access to open these windows.

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STATEMENT OF WORK

PART 2

Replace Steel Doors

Building 16, 21, 24, 29, and 201 (P.2015.00833)

Defense Distribution San Joaquin, Tracy Site

Install new steel doors in Buildings 16, 21, 24, 29, and 201. All standard steel doors for these warehouses will be 1-3/4” thick (44.5mm) with hallow metal exterior containing insulation.

Contractor will install new steel doors with hinges into existing steel door frames, and all dimensions including thickness will be verified by measuring the existing steel doors to be replaced. The door locks will be compatible with Best Locks Model 9K cylindrical locks. The Door Closer Arm will be compatible to UL Listed Model 267S. The exterior color will match the existing shade of blue, and the interior color will match the existing shade of white. The only exception is the exterior color for the doors at Building 201 will be white. Buildings 16, 21, 24, and 29 are constructed with concrete walls. Building 201 is constructed with metal framing, and sheet metal siding and trim.

1. Building 16 has one (1) size of steel doors that will require replacement.

• Contractor shall verify all quantities and sizes of steel doors to be removed and new steel doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

Quantity of Steel Doors to be removed and replaced: (24) EACH APPROXIMATELY 36”W x 84”H x 1-3/4” thick.

• Contractor shall verify all quantities and sizes of steel doors to be removed and new steel doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

One of these doors on the west dock provides access to the Mezzanine Office in Building 16.

Quantity of Steel Doors to be removed and replaced: (1) EACH APPROXIMATELY 44”W x 84”H x 1-3/4” thick.

2. Building 21 has two (2) sizes of steel doors that will require replacement.

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• Contractor shall verify all quantities and sizes of steel doors to be removed and new steel doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

Quantity of Steel Doors to be removed and replaced: (18) EACH APPROXIMATELY 36”W x 84”H x 1-3/4” thick.

• There are two (2) pairs of double doors located on each end of the Building 21 Office Bubble for a total of four (4) doors to be replaced. Contractor shall verify all quantities and sizes of steel doors to be removed and new steel doors to be installed and all incidental work. Contractor shall secure site at the end of each day. Quantity of Steel Doors to be removed and replaced:

(4) EACH APPROXIMATELY 30”W x 84”H x 1-3/4” thick.

3. Building 24 has one (1) size of steel doors that will require replacement.

doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

Quantity of Steel Doors to be removed and replaced: (2) EACH APPROXIMATELY 48”W x 96”H x 1-3/4” thick.

4. Building 29 has one (1) size of steel doors that will require replacement.

doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

Quantity of Steel Doors to be removed and replaced: (16) EACH APPROXIMATELY 36”W x 84”H x 1-3/4” thick.

5. Building 201 has two (2) sizes of steel doors that will require replacement.

doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

Quantity of Steel Doors to be removed and replaced: (9) EACH APPROXIMATELY 36”W x 84”H x 1-3/4” thick.

• Contractor shall verify all quantities and sizes of steel doors to be removed and new steel doors to be installed and all incidental work. Contractor shall secure site at the end of each day.

One of these doors is fully-vented with louvers for HVAC Room air supply. Quantity of Steel

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Doors to be removed and replaced: (4) EACH APPROXIMATELY 44”W x 84”H x 1-3/4” thick.

6. Door Hardware – The door handles will be Best Lock compatible cylindrical locks Type 9K with lever handles on both interior and exterior sides of each door. The following code will be used to specify the type of cylindrical lock required: 9K37AB15DSTK626 (See Cylindrical Lock 9K data sheet)

9K – Cylindrical Lock, 3 - 2-3/4” Backset, 7 – 7 Pin Core Housing, AB – Entrance Function Code, 15 – Contour Angle Return Lever Style, D – 3-1/2” Convex Rose Style, STK – 2-1/4” ANSI Strike Package, 626 – Satin Chromium Plated Finish.

The cores to the door handles will be E keyway, Best Lock compatible 6 pin IC (interchangeable). The 7 Pin core housing will accommodate the 6 pin core.

The only exception will be eight (8) doors located in the east end of Building 201 that will require panic hardware traditional touch bars installed on the inside of each door (See Panic Hardware data sheet). This requirement is specified for the metal shop and paint shop industrial operations (See Appendix D –Photographs of Existing Panic Hardware in Building 201).

7. Double Doors Design For Building 21 – The two pairs of double doors to be replaced in Building 21 are not ADA compliant. To correct this design flaw, the 30” doors will be replaced with a standard 36” personnel door on one side, and a 24” inactive leaf door with deadbolts on the top and bottom to secure the stationary door under normal conditions. The deadbolts can be unlocked when it is necessary to open both doors at one time. Refer to pictures previously provided in Appendix B for the Existing Steel Doors located at Building 21.

8. Existing Door Hardware Security Requirements (Lenel) For Building 16 NW Corner – The door located in Building 16 NW Corner has existing Lenel Door Hardware Security Requirements to provide Access Control to the Mezzanine Office Area (See Appendix E – Photographs of Existing Lenel Door Hardware in Building 16 NW Corner).

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a. Reutilize Door Lock and Handle on New Replacement Door Exterior for Lenel Keypad Access Control.

b. Existing Door Jamb Striker will be used by New Replacement Door.

c. Reutilize Panic Hardware on New Replacement Door Interior.

d. Reutilize Balance Magnetic Switch (BMS) on New Replacement Door Top

Corner. The Switch must be installed within the Allowable Tolerance Limit.